Modeling the effects of hydrated lime additives on asphalt mixtures by fuzzy logic and ANN

dc.authorscopusid 35797838300
dc.authorscopusid 57217147977
dc.authorscopusid 55539064100
dc.contributor.author Yardim,M.S.
dc.contributor.author Değer Şi̇Ti̇Lbay,B.
dc.contributor.author Dündar,S.
dc.date.accessioned 2024-05-25T12:33:00Z
dc.date.available 2024-05-25T12:33:00Z
dc.date.issued 2019
dc.department Okan University en_US
dc.department-temp Yardim M.S., Yıldız Technical University, Department of Civil Engineering, İstanbul, Turkey; Değer Şi̇Ti̇Lbay B., Yıldız Technical University, Department of Civil Engineering, İstanbul, Turkey; Dündar S., İstanbul Okan University, Dep. of Civil Engineering, İstanbul, Turkey en_US
dc.description.abstract In this study, Marshall design test parameters of hot mix asphalt samples with various rates of Hydrated Lime (HL) content were modelled using Fuzzy Logic (FL) and Artificial Neural Networks (ANN). HL was used as an additive material in asphalt mixtures and it affects the properties of the mixture. The effect of this material varies depending on the rate of use and the asphalt content of the mixtures. With the Marshall Stability test, optimal Asphalt Content (AC) ratios in the mixtures were obtained. The effect of the HL additive, which was introduced precisely in the mixtures in a wide range, on the Marshall parameters and depending also on the asphalt content was investigated. For this purpose, 15 Marshall design sets were prepared by decreasing the ratio of the mineral filler in the mixture starting from 6.8% by weight, by 0.5% intervals, and replacing it with the same ratio of HL. In addition, 45 control samples were produced for soft-computation. Marshall test results showed that the use of HL additive with lower amounts in the mixtures yields better results compared to higher rates in terms of the material properties. The Marshall test results were used to develop the FL and ANN models. The models which were developed produced acceptable estimations of the mixture parameters. © 2019 Turkish Chamber of Civil Engineers. All rights reserved. en_US
dc.identifier.citationcount 4
dc.identifier.doi 10.18400/TEKDERG.402816
dc.identifier.endpage 9559 en_US
dc.identifier.issn 1300-3453
dc.identifier.issue 6 en_US
dc.identifier.scopus 2-s2.0-85086470606
dc.identifier.startpage 9533 en_US
dc.identifier.uri https://doi.org/10.18400/TEKDERG.402816
dc.identifier.uri https://hdl.handle.net/20.500.14517/2415
dc.identifier.volume 30 en_US
dc.identifier.wosquality Q4
dc.institutionauthor Dündar, Selim
dc.language.iso en
dc.publisher Turkish Chamber of Civil Engineers en_US
dc.relation.ispartof Teknik Dergi/Technical Journal of Turkish Chamber of Civil Engineers en_US
dc.relation.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
dc.rights info:eu-repo/semantics/openAccess en_US
dc.scopus.citedbyCount 5
dc.subject Artificial neural networks en_US
dc.subject Fuzzy logic en_US
dc.subject Hot mix asphalt en_US
dc.subject Hydrated lime en_US
dc.subject Marshall mix design en_US
dc.title Modeling the effects of hydrated lime additives on asphalt mixtures by fuzzy logic and ANN en_US
dc.type Article en_US

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